METHOD OF "THE SEISMOSTEADY BASIS" FOR THE ESTIMATION OF SEISMICITY OF THE CONSTRUCTION PLATFORM.

The article is devoted to a statement of substantive provisions of the method developed by the author of "The seismosteady basis" for an estimation of settlement seismicity of a concrete area taking into account properties composing it soils. For this purpose is used the criterion of dynamic stability of breed - the threshold acceleration based on straight of indicators of a soil. As advantage of an offered method its simplicity and comparative accuracy is marked. [ABSTRACT FROM AUTHOR]